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Home My WebLink AboutSP201700012 Plan - Other (not approved) Special Use Permit 2017-03-22verizonit DIRECTIONS FROM GOODIES BRIDGE SWITCH (2501 GOODIES BRIDGE RD., RICHMOND, VA 23224): TURN RIGHT ONTO GOODES BRIDGE RD TOWARDS ELK RD 0.4 MI.; TURN RIGHT ONTO US -360 E / HULL STREET RD 0.2 MI.; TURN RIGHT TO MERGE ONTO VA -150 N / CHIPPENHAM PKWY VIA THE RAMP TO 1-95 N / POWHITE PKWY 0.1 MI.; MERGE ONTO VA -150 N / CHIPPENHAM PKWY 3.2 ML: TURN RIGHT TO MERGE ONTO VA -76 N / POWHITE PKWY 2.6 MI.; KEEP LEFT TO CONTINUE ON VA -76 N TOWARD I-195 N / 1-64 W / 1-95 N / CHARLOTTESVILLE / WASHINGTON 0.9 MI.; CONTINUE ONTO 1-195 N 2.2 MI.; KEEP LEFT TO TAKE 1-64 W 0.5 MI.; MERGE ONTO 1-64 W 64.2 MI.; TAKE EXIT 121 FOR VA -20 TOWARD CHARLOTTESVILLE / SCOTTSVILLE 0.2 MI.; TURN LEFT ONTO VA -20 S 0.7 MI.; CONTINUE STRAIGHT TO STAY ON VA -20 S 7.8 MI.; TURN LEFT INTO DRIVEWAY 1400 FT.; THE SITE IS LOCATED ON THE RIGHT. DIRECTIONS 4D •O SITE LOCATION of q' a3. (� g d R TMM6F01 LOCAL MAP N.T.S. cnme•u�. of Vng.n 3 w -herb'te3Yl1 e ShXwCI Sm on E F-zl u.ans SITE LOCATION C r VICINITY MAP N.T.S. CARTERS BRIDGE 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 E911 ADDRESS YES ® NO ❑ PROJECT DESCRIPTION THE SITE WILL CONSIST OF OF A NEW 30'X45' LEASE AREA AND AN 20'X35' FENCED COMPOUND. LOCATED WITHIN THE FENCED COMPOUND WILL BE A NEW 106' MONOPOLE, EQUIPMENT PLATFORM, GENERATOR AND H—FRAME. UTILITIES INFO: 2 WORKING DAYS EMERGENCY INFO: POWER: DOMINION VIRGINIA POWER BEFORE YOU DIG811 JURISDICTION: 866.366.4357 TOLL FREE ALBEMARLE COUNTY TELEPHONE: EMBARQ MISS UTILITY LOCAL FIRE AND RESCUE: 434.974.6928 434.296.5833 NATURAL GAS: CHARLOTTESVILLE GAS LOCAL POLICE: PROJECT TEAM 1 434.970.3800 1 434.977.9041 REAL ESTATE: HARRY CALLAWAY PHONE NUMBER: 757.240.7367 ZONING: STEPHEN WALLER PHONE NUMBER: 434.825.0617 CONSTRUCTION: STEVEN POOLE PHONE NUMBER: 540.290.6704 UTILITIES: RICK GLISSON PHONE NUMBER: 804.658.6871 ENVIRONMENTAL CONSULTANT: ANDREW HENDRICKS PHONE NUMBER: 703.478.0055 REV. NO. DESCRIPTION A FOR REVIEW B FOR REVIEW A & E CONSULTING TEAM ARCHITECTURE AND ENGINEERING: DEWBERRY ENGINEERS INC. 4805 LAKE BROOK DRIVE, SUITE 200 GLEN ALLEN, VA 23060 PHONE # 804.205.3337 CONTACT: DEREK MARSHALL, PE, LEED AP LAND SURVEYOR: DEWBERRY CONSULTANTS INC. 4805 LAKE BROOK DRIVE, SUITE 200 GLEN ALLEN, VA 23060 PHONE # 804.205.3335 CONTACT: BRIAN LONG BY DATE REV. NO. DESCRIPTION ARB 01/06/17 ARB 03/22/17 PROJECT SUMMARY PROPERTY OWNER LLANDAFF LC 234 VINEYARD LANE AFTON, VA 22920 PROJECT INFO LOCATION NAME: CARTERS BRIDGE SITE ID: 1660553 APPLICANT INFO: VERIZON WIRELESS 1831 RACY COURT RICHMOND, VA 23222 PHONE: 804.218.5462 CONTACT: MARC CORNELL PROJECT DATA: ZONED: RA, EC PARCEL ID: 11200-00-00-00900 ACREAGE: 19.80 SITE TYPE: RAWLAND TOWER TYPE: MONOPOLE TOWER HEIGHT: 106' OVERALL STRUCTURE HEIGHT: 108' LEASE AREA: 1350 SF AREA OF DISTURBANCE: 2080± SF NT R OF PROPO D TOW R* LATITUDE: 3T 54" 52.05" N LONGITUDE: 78. 32'40.39" W ELEVATION: 531" AMSL *PER DEWBERRY 2C LETTER DATED 1/5/17 THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. BY DATE verizonv' VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS B 03/22/17 PLAN REVIEW DRAWINGS A 1 01/06/17 i�PLAN REVIEW DRAWINGS fj Dewberry® Dewberry Engineers Inc. 4805 Lake Brook Dm SO, 200 Glen Allan. VA 29W0 Ph— BD4290.1957 Waxry BD4.290.7928 be yr DRAWN BY: ARB REVIEWED BY: BAR CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 INDEX OF DRAWINGS SHT' NO. DESCRIPTION T -i TITLE SHEET G-1 GENERAL NOTES G-2 EROSION CONTROL NOTES C-0 AREA MAP C-1 EXISTING CONDITIONS C-2 EXISTING VEGETATION PLAN C-3 OVERALL SITE PLAN C-4 ENLARGED SITE PLAN C-5 ELEVATION C-6 GRADING & EROSION CONTROL PLAN C-7 CONSTRUCTION DETAILS C -B CONSTRUCTION DETAILS C-9 VFP EQUIPMENT PLATFORM DETAILS C-10 VFP EQUIPMENT ELEVATION DETAILS E-1 RISER DIAGRAM & GROUNDING SCHEMATIC E-2 GROUNDING PLAN E-3 GROUNDING DETAILS verizonv' VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS B 03/22/17 PLAN REVIEW DRAWINGS A 1 01/06/17 i�PLAN REVIEW DRAWINGS fj Dewberry® Dewberry Engineers Inc. 4805 Lake Brook Dm SO, 200 Glen Allan. VA 29W0 Ph— BD4290.1957 Waxry BD4.290.7928 be yr DRAWN BY: ARB REVIEWED BY: BAR CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL CONSTRUCTION NOTES: 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TTA-222, AND COMPLY WITH VERIZON WIRELESS SPECIFICATIONS. 2. CONTRACTOR SHALL CONTACT *MISS UTILITY' (1-800-552-7001) FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 4. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES. AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, DRAIN PIPES. VENTS. ETC. BEFORE COMMENCING WORK. 10. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING. 11. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE VERIZON WIRELESS CONSTRUCTION MANAGER. 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR WILL NOTIFY ENGINEER, VERIZON WIRELESS PROJECT CONSTRUCTION MANAGER, AND LANDLORD IMMEDIATELY. 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 16. ALL ROOF WORK SHALL BE DONE BY A QUAUFlED AND EXPERIENCED ROOFING CONTRACTOR IN COORDINATION WITH ANY CONTRACTOR WARRANTING THE ROOF TO ENSURE THAT THE WARRANTY IS MAINTAINED. 17. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 18. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 19. CONTRACTOR SHALL FURNISH VERIZON WIRELESS WITH THREE AS -BUILT SETS OF DRAWINGS UPON COMPLETION OF WORK. 20. ANTENNAS AND CABLES ARE TYPICALLY PROVIDED BY VERIZON WIRELESS. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON WRELESS PROJECT MANAGER TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED By VERIZON WIRELESS. ALL ITEMS NOT PROVIDED BY VERIZON WIRELESS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED BY VERIZON WIRELESS. 21. PRIOR TO SUBMISSION OF BID, CONTRACTOR WILL COORDINATE WITH VERIZON WIRELESS PROJECT MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY VERIZON WIRELESS. ALL REQUIRED PERMITS NOT OBTAINED BY VERIZON WIRELESS MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 22. GENERAL CONTRACTOR SHALL HAVE A LICENSED HVAC CONTRACTOR START THE HVAC UNITS, SYNCHRONIZE THE THERMOSTATS, ADJUST ALL SETTINGS ON EACH UNIT ACCORDING TO VERIZON WIRELESS CONSTRUCTION MANAGER'S SPECIFICATIONS, AND THOROUGHLY TEST AND BALANCE EACH UNIT TO ENSURE PROPER OPERATION PRIOR TO TURNING THE SITE OVER TO OWNER. 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS AND REQUIREMENTS. 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25. UNLESS OTHERWISE NOTED VERIZON WIRELESS SHALL PROVIDE ALL REQUIRED RF MATERIAL FOR CONTRACTOR TO INSTALL, INCLUDING ANTENNAS, TMA'S, BIAS -YS, COMBINERS. PDU, DC BLOCKS, SURGE ARRESTORS, GPS ANTENNA, GPS SURGE ARRESTOR, COAXIAL CABLE. 26. PRIOR TO SUBMISSION OF BID. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE PROVIDED BY VERIZON WIRELESS FOR INSTALLATION BY CONTRACTOR. 27. CONTRACTOR SHALL FURNISH AND INSTALL ANTENNA PLATFORM. 28. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON WIRELESS SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 29, EQUIPMENT CABINET FRAME/SHELTER SHALL BE ANCHORED TO FOUNDATION PER MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH THE VIRGINIA STATE BUILDING CODE. 30. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. 31. CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION START, MORE SPECIFICALLY BEFORE; SEALING ANY FLOOR, WALL OR ROOF PENETRATION, FINAL UTILITY CONNECTIONS, POURING CONCRETE, BACKFILLING UTILITY TRENCHES AND STRUCTURAL POST OR MOUNTING CONNECTIONS. FOR ENGINEERING REVIEW AND INSPECTION. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING. SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC. 33, DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALLIC PIPING AT A DISTANCE NOT TO EXCEED TWELVE (12) INCHES ABOVE THE TOP OF PIPE, THE WIRE SHALL EXTEND CONTINUOUSLY AND UNBROKEN FROM POINT OF ACCESS TO POINT OF ACCESS. THE ENDS OF THE WIRE SHALL TERMINATE WITH A MINIMUM OF THREE (3) FEET OF WIRE, COILED, REMAINING ACCESSIBLE AT TERMINATION POINTS. DETECTION WIRE SHALL BE 12 GAUGE FOR A BURIED DEPTH OF LESS THAN 4 FEET AND 4 GAUGE FOR A BURIED DEPTH GREATER THAN OR EQUAL TO 4 FEET. STRUCTURAL NOTES: 1. AS REQUIRED UNDER THE STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNA, ANSI/TLA-222-C, VERIZON WIRELESS SHALL THE W PREPARED BY A LICENSED STRUCTURAL ENGINEER LICENSED IN THE PROJECT STATE CERTIFYING THAT PROVIDE A STRUCTURAL DIALYSIS UI E TO ER EP ED ( ) THE EXISTING TOWER AND ANY REQUIRED IMPROVEMENTS AND REINFORCEMENTS HAVE SUFFICIENT CAPACITY TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, SUPPORTS AND APPURTENANCES AND COMPLIES WITH THE CURRENT STATE BUILDING CODE AND ELA/nA CRITERIA THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY IMPROVEMENTS AND REINFORCEMENTS REQUIRED BY THE STRUCTURAL ANALYSIS CERTIFICATION ARE PROPERLY INSTALLED PRIOR TO THE ADDITION OF ANTENNAS, SUPPORTS AND APPURTENANCES PROPOSED ON THESE DRAWINGS OR OTHERWISE NOTED IN THE STRUCTURAL ANALYSIS. 2. FOR STRUCTURAL MODIFICATIONS REQUIRING FIELD WELDING; THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND IMPLEMENTING ALL INDUSTRY STANDARDS FOR PROTECTION OF ALL EXISTING PROPERTY AND PERSONNEL FOR DAMAGE OR HARM. ALL PROPERTY DAMAGED DURING CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE OWNER. FOUNDATION NOTES: 1. BEAR NEW FOUNDATION ON EXISTING SOIL REMOVE ANY LOOSE FILL AND ORGANIC MATERIAL PROOF COMPACT PREPARED FOOTING BOTTOM WITH MINIMUM OF 4 PASSES OF A VIBRATORY PLATE COMPACTOR. REMOVE ANY LOOSE OR SOFT AREAS AND REPLACE WITH STRUCTURAL FILL. 2. STRUCTURAL FILL MATERIAL BENEATH SLABS -ON -GRADE SHALL CONSIST OF WELL -GRADED GRANULAR SOIL WITH LESS THAN 15X NON -PLASTIC FINES AND A MAXIMUM PARTICLE SIZE OF 4 -INCHES. FILL SHOULD BE PLACED IN MAXIMUM UFT HEIGHTS OF 8 -INCHES (LOOSE) AND COMPACTED TO 95% OF ITS MAXIMUM DRY DENSITY AT f2R OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR TEST. 3. FOUNDATION SHALL BE LOCATED ON SOIL WITH A MINIMUM BEARING CAPACITY OF 2000 PSF (e.g.. UNITED SOIL CLASSIFICATION SYSTEM [ASTM DESIGNATION 0-24871 GROUP SYMBOLS: GW, GP, GM, GC, SW, SP, SM, SC). ENGINEER SHALL BE NOTIFIED IF SOIL BEARING CAPACITY IS LESS THAN 2000 PSF. CONCRETE AND REINFORCING STEEL NOTES: I. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', AND ACI 318 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'. 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND SUBMITTED TO ENGINEER PRIOR TO PLACING CONCRETE. 3. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (+/- 1,57.) WITH A MAXIMUM 4' SLUMP AND HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. 4. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: ASTM C-150, TYPE 1 OR 2 REINFORCEMENT: ASTM A-185, PLAIN STEEL WELDED WIRE FABRIC REINFORCEMENT BARS: ASTM A615, GRADE 60, DEFORMED NORMAL WEIGHT AGGREGATE: ASTM C-33 WATER DRINKABLE ADMIXTURES: NON -CHLORIDE CONTAINING S. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): o. CONCRETE CAST AGAINST EARTH: 3' b. ALL OTHER CONCRETE: 2' 6. A 3/4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, UNLESS NOTED OTHERWISE. 7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 8. ADMIXTURES SWILL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI 301. 9. DO NOT WELD OR TACK WELD REINFORCING STEEL 10. ALL. DOWELS, ANCHOR BOLTS, EMBEDDED STEEL. ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 12. DO NOT PLACE CONCRETE IN WATER, ICE. OR ON FROZEN GROUND. 13. DO NOT ALLOW CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT. 14. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS. ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM, 15. CONCRETE SHALL BE RUBBED TO A ROUGH GROUT FINISH. PADS SHALL BE SEALED BY STEEL TROWEL 16. UNLESS OTHERWISE NOTED: a. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTMA615, GRADE 60. b. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 318. 18. REINFORCING BAR DEVELOPMENT LENGTHS, AS COMPUTED IN ACCORDANCE WITH ACI 318, FORM THE BASIS FOR BAR EMBEDMENT LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE DRAWINGS, APPLY APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL, BAR SPACING, COVER AND THE LIKE. 19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FOR DETNUNG REINFORCED CONCRETE STRUCTURES' (ACI 315). 20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL CONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS. 21. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS 22. SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN B'. 23, BAR SUPPORTS SHALL BE ALL GALVANIZED METAL WITH PLASTIC TIPS. 24. AL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE 16 GAUGE CONFORMING TO ASTM A82. 25. SLAB ON GROUND a. COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE 6" (COMPACTED) GRAVEL BENEATH SLAB. b. PROVIDE VAPOR BARRIER BENEATH SLAB ON GROUND. REBAR SPLICE AND HOOK SCHEDULE REBAR SPLICE AND HOOK DIMENSIONS IN REINF. CONCRETE F. = 3,000 PSI ASTM MR SIZE LD CLASS TOP B BAR LDH LAP LAP 3 12" 13" 17" 8 1/2' 4 14' 18' 23" 11' 5 17" 22' 28' 14' 6 20" 26" 34" 16 1/2- 7 29" 38" 49' 19 1/2- 5 1 33" 43" 56" 22" REBAR SPLICE AND HOOK DIMENSIONS IN REINF. CONCRETE F'c = 4,000 PSI ASTM BAR SIZE LD CLASS TOP B BAR LDH LAP LAP 3 12' 1/2'4 12" i6" 771/2- 4 /2" 15" 20" 9 1/2" 5 15' 19" 24" 12' 6 18' 23" 29' 14 1/2- 7 25" 33' 43' 17' 8 1 29' 37' 49" 19' LDH 90' BEND -CRITICAL2db ------- M SECTION-- CHECKED BY: 180' HOOK _b LR (2 i/2" MIN. 50079910 LD STANDARD, SITE ADDRESS: CLASS 'B' IAP AND TOP BAR LAP LD - STANDARD DEVELOPMENT LENGTH OF BAR LDH - STANDARD DEVELOPMENT LENGTH OF HOOK F'a - SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE db - BAR DIAMETER PER ASTM NOTES: TOP BAR - DEFINED AS A BAR LOCATED SUCH THAT 12 IN. OR MORE OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPUCE. MINIMUM OUTSIDE RADIUS OF BEND, R, SHALL BE 4db. VERIZON WIRELESS 1831 RADY COURT RICHMOND. VA 23222 CARTERS BRIDGE I CONSTRUCTION DRAWINGS 03/22/17 PLAN REVIEW DRAWINGS 01/06/17 !PLAN REVIEW DRAWINGS 11 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dme. SVIa2IX1 Glen Allen, VA 28060 Phone: 804.2.1957 Fax: 80,t, 90,1928 ,v�vw.cewneey.� DRAWN BY: REVIEWED BY: ------- M CHECKED BY: DRM ,ECT NUMBER: 50079910 SITE ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1 E&S NARRATIVE THIS PROJECT INCLUDESTHE INSTALLATION OF A NEW MONOPOLE. IN ADDITION TO THE NEW MONOPOLE A NEW EQUIPMENT PLATFORM GENERATOR, AND FIBER CABINET WILL BE INSTALLED IN A NEW FENCED COMPOUND. THE COMPOUND WILL BE ACCESSIBLE BY AN EXISTING GRAVEL DRIVEWAY AND A NEW GRAVEL ENTRANCEWAY. STORMWATER RUNOFF CONSIDERATIONS THE PROJECT SITE INCLUDES 2080 SQUARE FEET (0.048 ACRES) OF DISTURBED AREA OF WHICH 7DO SQUARE FEET (0.016 ACRES) WILL BE NEW IMPERVIOUS AREA THE EXISTING DRAINAGE PATTERN WILL REMAIN UNCHANGED. THE SITE INCLUDES WOODAND VEGETATIVE COVER. IT IS LOCATED DIRECTLY ADJACENT TO AN EXISTING GRAVEL ACCESS ROAD SEE THIS SHEET. SOILS LOCATED ON SITE ARE AS FOLLOWS: 71D - RABUN CLAY LQAM1, 15 TO 25 PERCENT SLOPES THE PROPOSED IMPROVEMENTS ARE LOCATED IN A WOODED AREA WITHIN A RURAL PARCEL THAT CONTAINS AN EXISTING RESIDENCE, POLE BARN, CAR PORT, GRAVEL ACCESS ROAD. AND MONOPOLE/COMPOUND. NO CRITICAL AREAS WITHIN THE PROJECT LIMITS. THE PLAN HAS BEEN DEVELOPED TO MINIMIZE LAND DISTURBANCE. WHERE GRADING IS ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TO CONTAIN SILT THROUGH PROPER EROSION AND SEDIMENT CONTROL 1. CONSTRUCTION WILL BE SEQUENCED $O THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. PERMANENT SEEDING WILL BEGIN IMMEDIATELY FOLLOWING GRADING OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 4. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED IMMEDIATELY. EROSION AND SEDIMENT CONTROL NOTES 1. NO MORE THAN 200 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. AT THE END OF EACH WORK DAY. ALL EXCAVATION SHALL BE FILLED OR PLATTED. 2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. CONTRACTOR SHALL PROVIDE APPROPRIATE PROTECTION TO CONTROL SEDIMENT WASHING INTO THE TRENCH. 3. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A DISPOSAL AREA 4. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND FUNCTIONAL AT ALL TIMES AND IF REMOVED FOR CONSTRUCTION PROGRESS, SHALL BE REPLACED BY THE CLOSE OF EACH WORKDAY. 5.FINAL REMOVAL OF EROSION CONTROL DEVICES SHALL NOT OCCUR UNTIL THE OWNER OR HIS DESIGNATED AGENT DEEMS THE SITE STABILIZED. 6. SOD IS TO BE IN ACCORDANCE WITH THE SODDING SCHEDULE PROVIDED IN THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ANY AND ALL EROSION CONTROL (EC) AND STORM WATER MANAGEMENT (SWM) REQUIREMENTS FOR ANY LAND DISTURBING ACTIVITIES, INCLUDING BUT NOT LIMITED TO ON-SITE OR OFF-SITE BORROW, ON-SITE OR OFF-SITE STOCKPILING OR DISPOSAL OF WASTE MATERIALS. BEFORE UNDERTAKING ANY LAND EROSION CONTROL AND STORM WATER MANAGEMENT, THE CONTRACTOR SHALL CONTACT THE CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING DEPARTMENT TO DETERMINE WHAT EC AND SWM MEASURES ARE NECESSARY. ALL EC AND SWM MEASURES MUST BE APPROVED BY THE CHESTERFIELD INSPECTOR AND THE OWNER BEFORE IMPLEMENTATION. THE CONTRACTOR SHALL COMPLETELY SATISFY ALL REQUIREMENTS OF THE CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING DEPARTMENT BEFORE CONTINUING WITH THE CONCERNED ACTIVITY. THE TEMPORARY EROSION AND SEDIMENT CONTROL ITEMS SHOWN ON THE E&S CONTROL PIANS ARE INTENDED TO PROVIDE A GENERAL PLAN FOR CONTROLLING EROSION AND SILTATION WITHIN THE PROJECT LIMITS. 2. 3. 4. 5. 6. 7. 8. 9. THE INTENT OF THIS EROSION AND SEDIMENT CONTROL PLAN IS TO GUIDE THE CONTRACTOR IN IMPLEMENTING ACCEPTABLE MEASURES, INFRASTRUCTURE, 10 AND MAINTENANCE PROGRAMS THAT WILL MINIMIZE THE AMOUNT OF EROSION AND RESULTING SEDIMENT THAT WILL TAKE PLACE DURING THE CONSTRUCTION OF THIS PROJECT. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND 12. MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE 13 CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02): STABILIZED STONE PAD WITH A FILTER FABRIC UNDERUNER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS. CONSTRUCTION ENTRANCES REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY VEHICLES OR RUNOFF. CONSTRUCTION ENTRANCES SHALL BE LIMITED TO THOSE SHOWN ON THE PLANS OR OTHERWISE APPROVED BY THE SOIL EROSION OFFICER. SUPPLEMENTAL DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR FOR APPROVAL IF ADDITIONAL ENTRANCES ARE REQUIRED. SILT FENCE (VESCH STD. & SPEC. 3.05): A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. SILT FENCE IS INSTALLED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE CHANNEL FLOWS. R1' SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT FOR THAN 30 DAYS AND LESS THAN ONE YEAR. THIS INCLUDES, BUT IS NOT LIMITED TO, STOCKPILES. SODDING SHALL BE APPLIED AND A PERENNIAL VEGETATIVE COVERING SHALL BE ESTABLISHED ON DISTURBED AREAS WITHIN SEVEN DAYS OF BEING BROUGHT TO FINAL GRADE ON AREAS NOT OTHERWISE PROTECTED. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS TO BE APPLIED. SEE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. & SPEC. 3.31 AND 3.32 FOR ACCEPTABLE SEED MIXTURES AND SCHEDULES AS WELL AS LIMING, MULCHING, AND FERTILIZING REQUIREMENTS. SOIL STOCKPILES AND BORROW AREAS NO STOCKPILES AND/OR BORROW AREAS ARE ANTICIPATED ON THE SITE. IF STOCKPILES AND/OR BORROW AREAS ARE NEEDED, THE CONTRACTOR SHALL IMPLEMENT THE REQUIRED EROSION CONTROL DEVICES PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND OBTAIN REQUIRED PERMITS. IN GENERAL ALL THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT TO ENSURE THEY ARE IN WORKING ORDER. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1. SILT FENCE: SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. FABRIC SHALL BE REPLACED IF IT HAS DECOMPOSED OR BECOME INEFFECTIVE. 2. INLET PROTECTION: SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE DESIGN DEPTH OF THE TRAP. GENERAL NOTES THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK, ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL CONTACT 'MISS UTILITY' OF VIRGINIA AT 1-800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC_ CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS, WAILS AND STRUCTURES. REPLACEMENT OF DAMAGED CONOMONS AND CONTRACT DOCUMENTS TO THE ENGINEER. WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN JNES AND STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION. ;UMENTS. GN SURVEY. . FILL AREAS. INCLUDING UNDER UTILITIES AND APPURTENANCES. THE 0. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM -D698, H THE OWNER, I TO 6 PM. ANY DEVIATION FROM THIS SCHEDULE SHALL BE APPROVED BY 10 DAYS WRITTEN NOTICE AND WRITTEN APPROVAL OF CHESTERFIELD COUNTY NATIONAL RUCTION. PROPOSED WORK TO EXISTING STORM DRAIN PRIOR TO CONSTRUCTION, MINIMUM STANDARDS 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. SPECIFIC FERTILIZER, NUTRIENT, AND SEED APPLICATION MUST MEET E.S.C. TECHNICAL BULLETIN NO. 4. NUTRIENT MANAGEMENT FOR DEVELOPMENT PROJECTS. DOWNLOAD AT http://www.dcr.virginia.gov/soil&-water/documents/ snatan.pdf . MULCHING REQUIREMENTS MUST MEET VESC HANDBOOK MULCHING TABLE 3.35A 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ANY BORROW, FILL OR WASTE, SUCH AS DEMOLITION MATERIAL MUST BE PROVIDED FROM OR HAULED TO A PERMITTED/APPROVED SUPPLY OR WASTE AREA ALL OFFSITE ACTIVITY IS NOT PART OF THIS PERMIT/PLAN SET AND IS ADDRESSED UNDER SEPARATE COVER. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER 15 ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS. DIKES AND DNERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SWV_L BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. S. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTIUZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. B. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EYTEM POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14.ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16, UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 3. SEEDING: THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND RESEEDED AS NEEDED. DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING THECONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EMPLOYEE WHO WILL BE IN CHARGE OF THE EROSION AND SEDIMENT CONTROL PLAN AND REQUIREMENTS FOR THE PROJECT THAT IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION AS A RESPONSIBLE LAND DISTURBER (RLD). THE NAME OF THE CONTRACTOR'S RLD AND COPY OF HIS CURRENT CERTIFICATION SHALL BE PROVIDED TO THE OWNER, ENGINEER AND EROSION & SEDIMENT CONTROL PUN APPROVING AUTHORITY PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED FOR THE PROJECT. PLANT PROTECTION TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY CONSTRUCTION SAFETY FENCE TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN I'-0• FOR EACH I• IN DIAMETER UP TO A MAXIMUM OF 2D' -D• FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP UNE OF TREES TO BE PROTECTED. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALT. BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPUED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS. PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBUC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE REGULATORY AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA FOUND IN VESC REGULATION 4VACSO-30-40 MS -19 PARTS A -K. 1. 2. 3. 4. 5. 6 9 SEQUENCE OF CONSTRUCTION A PRECONSTRUCTON MEETING SHALL BE SCHEDULED BY THE CONTRACTOR WITH AN INSPECTOR FROM THE LOCAL JURISDICTION AT LEAST 48 HOURS PRIOR TO ANY VEGETATION OR LAND DISTURBANCE ACTIVITIES. CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. THE CONTRACTOR IS TO INSTALL THE EROSION AND SEDIMENT CONTROL MEASURES INCLUDING: CONSTRUCTION ENTRANCE, SILT FENCE, AND INLET PROTECTION. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT OCCUR UNTIL THE INIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED BY THE ENVIRONMENTAL INSPECTOR. PHASE I • INSTALL EROSION AND SEDIMENT CONTROL DEVICES. • DEMO & REMOVE IDENTIFIED ITEMS. • INSTALL PROPOSED UTILITIES. TEMPORARY SEED AND MULCH DISTURBED AREAS. PHASE 11: • PERMANENTLY SEED TO STABILIZE SITE UPON APPROVAL BY THE COUNTY INSPECTOR. THE CONTRACTOR IS TO REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONCE ALL AREAS ARE STABILIZED. GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS (9VAC25-870-40). ES -2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION, THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE REVOKED. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN -APPROVING AUTHORITY, ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN -APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PUN -APPROVING AUTHORITY, THE CONTROLS SHALL BE REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ES -8: DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES -10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBUC ROAD SURFACE. ES -11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN 30 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. ES -12: THE ON SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS. OR FARM ANIMAL OR PLANT LIFE. ES -13: A VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMIT (VSMPP) FOR THE DISCHARGE OF STORMWATER FROM CONSTRUCTION ACTIVITIES IS REQUIRED FOR PROJECTS DISTURBING 1 ACRE OR GREATER. A VSMPP IS ALSO REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED CHESAPEAKE BAY PRESERVATION AREA VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT HTTP://WWW.DEQ.\nRGINLALGM/PROGRAMS/WATER/STORMWATERMANAGEME T/VSMPPERMfTS.AsPX FOR MORE INFORMATION. SOIL MAP VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS B 03/22/17 ',PLAN REVIEW DRAWINGS A 01/06/17 '.PLAN REVIEW DRAWINGS Dewberry Dewberry Engineers Inc. 4805 Lake Brook 0,ry S,Ae 2CY1 Glen Al-. VA 23060 PF.one: 804.290.7957 Fax', 804 290.7928 ww,,.oewberty.- II DRAWN BY: ARB t REVIEWED BY: BAR CHECKED BY: DRM 1 PROJECT NUMBER: 50079910 SITE ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE EROSION CONTROL NOTES SHEET NUMBER 22 '8'' POPLAR \ \ \ c_ -- 10" -ilCit RY \ - --- V A - � 54Q 14' ^CPLAR - TZ \1 CKORY� V v 1. OAK v v _ �J ' 11 PCPLAR 10" HACKBERRY �/ 25 I!CKC:4v � - \- - \2 �1 - � _ _ 22" POPLAR I`/N C / ` 31 'INE {=— HIC. ORY j 1-i�>�.I 14" POPLAR-- - 535 2,5. HICKORY C 7-_. 1 OAKiCKCRY I o -'Plan Q i \ r-✓ `- P HACKEERRY X X X V i 3 7' HICKCRY \ 11i r CKORY (TO BE REMOVED) \ �--7 ,�J\ , ---- - — 530 lE" PINE 'r;iCK6RY (TO BE REMOVED) 1 / PROPOSED LIMITS OF DISTURBANCE TO BE MOVED _ v / WIRELESS 30X45' � x x x D EN �� LEASE AREA - - --- -- --- - - I 525 PROPOSED 20' X 35' i FENCED COMPOUND PINE `zf� PINE -� N R 31" HICKORY 13 — r 5 -- 12" PINE i 21 PINE' , 10" OAIZ-� Z/> �" PINE -- / 14" POPLAR 14" HACKBERRI \ 9HICKORY / 12" PINE / -- -- ----- -- a- /_ �x;4 a N'ab, NE f \ PINE ,� 5 13" PINE \ // 3" � r��2� � -- 5/5-_x s.-no-ea..e,E X11" BEECH' C PINE / 17" 11ACK6ERRY s Niel- -41 teloss S TREE INVENTORY CHART INUMBERI SPECIES CALIPER AGL HEIGHT AMSL ELEV. #i 1 OAK 15" 79' 1 534' \ #2 1 POPLAR 1 26" 95' 1 53T 10" OAK EXISTING VEGETATION PLAN SCALE: 1"=20' FOR 11x17 1"=10' FOR 22x34 0' 10' 20' 19" PINE - ■ verizonw/ VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS �AB 03/22/17 PLAN REVIEW DRAWINGS 01/06/17 "PLAN REVIEW DRAWINGS i JP Dewberry Dewberry Engineers Inc. 4805 Lake Brook 0019 SiAe200 Glen Allen, VA 27060 Ph ne: 804.240.1457 F : BD4.2�.1428 r.Cewbeiry.mm DRAWN BY AR8 REVIEWED BY: BAR _1 CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE _ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 I SHEET TITLE ------ EXISTING VEGETATION PLAN SHEET NUMBER C2 LEGEND Fx=sl g Lease Area (Appro ) slat ng Roodway Edge of cvement -X- K E5 F — 151 Fx�st G opo -Cphy o E -Enc JO,ty Pole w. Fx 7 Tee L ne (Approx.) PROPOSED LIMITS OF DISTURBANCE TO BE MOVED _ v / WIRELESS 30X45' � x x x D EN �� LEASE AREA - - --- -- --- - - I 525 PROPOSED 20' X 35' i FENCED COMPOUND PINE `zf� PINE -� N R 31" HICKORY 13 — r 5 -- 12" PINE i 21 PINE' , 10" OAIZ-� Z/> �" PINE -- / 14" POPLAR 14" HACKBERRI \ 9HICKORY / 12" PINE / -- -- ----- -- a- /_ �x;4 a N'ab, NE f \ PINE ,� 5 13" PINE \ // 3" � r��2� � -- 5/5-_x s.-no-ea..e,E X11" BEECH' C PINE / 17" 11ACK6ERRY s Niel- -41 teloss S TREE INVENTORY CHART INUMBERI SPECIES CALIPER AGL HEIGHT AMSL ELEV. #i 1 OAK 15" 79' 1 534' \ #2 1 POPLAR 1 26" 95' 1 53T 10" OAK EXISTING VEGETATION PLAN SCALE: 1"=20' FOR 11x17 1"=10' FOR 22x34 0' 10' 20' 19" PINE - ■ verizonw/ VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS �AB 03/22/17 PLAN REVIEW DRAWINGS 01/06/17 "PLAN REVIEW DRAWINGS i JP Dewberry Dewberry Engineers Inc. 4805 Lake Brook 0019 SiAe200 Glen Allen, VA 27060 Ph ne: 804.240.1457 F : BD4.2�.1428 r.Cewbeiry.mm DRAWN BY AR8 REVIEWED BY: BAR _1 CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE _ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 I SHEET TITLE ------ EXISTING VEGETATION PLAN SHEET NUMBER C2 NOTE: Existing 26" Poplar ALL EQUIPMENT VISIBLE FROM OUTSIDE THE TALLEST TREE TO REMAIN COMPOUND SHALL BE PAINTED JAVA BROWN 6090 ELEV: 533.55' A.M,S.L. HEIGHT: 95.0' A.G-L. Fx t,c 26 TO BE REMOVED PROPOSED GRAVEL YARD TO C-8 EXTEND 1' BEYOND FENCED COMPOUND N:3856527.37 E:1 1470063.12 LAT:37'54'52.05' LON:-78'32'40.39 PROPOSED 106' MONOPOLE 1 PROPOSED 20' X 35' C-8 FENCED COMPOUND N:3856516.03 E:1 1470057.12 AV \ PROPOSED VERIZON WIRELESS \ RIA LE WIDTH NON-EXCLUSIVE-�\ ACCESS AND UTILITY EASEMENT y N:3856536.03 \o, =1I E:11470092.12 X X x PROPOSED r /-EQUIPMENT PLATFORM ON CONCRETE PIERS 6'-0" ►-- L 0 - f of x o o 0 _r _j�J `v �x I — _ SII x — — � rl n - x X _x_x _ X___ X� X � PROPOSED 4 5 ICE BRIDGE E—tiflq Ori ev :3856543.14 \ .11470096.47 -PROPOSED 14' 1 \ WIDE GATE C g �-x,shnq LOCUS Pcrcel (Apprax.) Exetflng Rcccw v Ecce cf Pevement PROPOSED ACCESS/UTILITY EASEMENT PROPOSED UNDERGROUND CONDUIT C-9 \ \ I\ \ PROPOSED 14' \ \ WIDE GRAVEL I \ ACCESS ROAD \ N:3856522.03 k - E:1 147 0092.1 2 N:3856518.26 5'-0" 7'_9"I_ E:11470104.74 / i / o / Exist 'vteios —X -- — --- �--1 --- ---- --- --.. -- --- — — — -" — - -► ( PROPOSED VERIZON WIRELESS 30' x 45' LEASE AREA 6 PROPOSED FIBER .I ( / I - I / 1 iExlstng free CABINET ON 6' i. �. ( C-8 H-FRAMEI I C-5 TO BE REMOVED j I 5 PROPOSED (2) 2" CONDUIT FOR FIBER ;ee C-8 AND (1) 1" CONDUIT TO BE REMOVED FOR POWER 2 PROPOSED (2) 2" CONDUIT FOR C-7 FIBER AND CONDUIT FOR POWER �-/ _ 1 / NOTES: 1. SOME EXISTING AND PROPOSED INFORMATION NOT iSHOWN FOR CLARITY. 2. A.G.L. - ABOVE GROUND LEVEL 1 ,Ng i C. L. - CENTER UNE / I A.M.S.L. - ABOVE MEAN SEA LEVEL 4. VERIFY LOCATION OF EXISTING PROPOSED VERIZON WIRELESS / ,I -1 UNDERGROUND CONDUITS AND GROUNDING 15' UTILITY EASEMENT I -xshnq Meter Bank PRIOR TO CONSTRUCTION. ADJUST ROUTING AS Spore Met er (TO NECESSARY. I / (TO BE UTILIZED BY I 5. CONTRACTOR SHALL CONTACT "MISS UTI LItt" \ VERIZON WIRELESS) I I (1-800-552-7001) FOR IDENTIFICATION OF / FDv UNDERGROUND UTILITIES PRIOR TO START OF 1 CONSTRUCTION. /'� ENLARGED SITE PLAN / \ E-1 6. ALL PROPOSED WORK AND CABLE PLACEMENT I Wireless SHALL BE IN ACCORDANCE WITH TOWER SCALE: 1'=10' FOR 11x17 1 / �� Compound 1'=5' FOR 22x34 STRUCTURAL ANALYSIS BY OTHERS. / 7. CONTRACTOR SHALL COORDINATE ANTENNA 0' 5' 10' / ! AZIMUTHS WITH RF WORKSHEET. --"�--"�"- 8. ALL EXCAVATION AND DIGGING WITHIN FENCED / COMPOUND TO BE DONE BY HAND. MECHANICAL / EXCAVATION/DIGGING IS NOT ALLOWED WITHIN (TO BE UTILIZED BY Existing TIycndhgle FENCED COMPOUND. / \-- LI / VERIZON WIRELESS) Aft rm �4*1 1 1 11A VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS B ! 03/22/17 !,PLAN REVIEW DRAWINGS A 01/06/17 'PLAN REVIEW DRAWINGS fl Dewberry Dewberry Engineers Inc. 48D5 Lake Brook DrnreSuia 20D fl Ilei, VA 23080 Ph... h 804.29D.7957 f 804 290.7929 bertyr ilf DRAWN BY: .___.._.-. ARS REVIEWEDBY: BAR CHECKED BY: _ DRM I� PROJECT NUMBER: BRE 50079910 SITE ADDRESS:----- 4319 DDRESS:_ 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 ENLARGED SITE PLAN SHEET NUMBER �I C4 Al Exist rq 26' Poplar i TALLEST TREE TO REMAIN '1GHESI APPURTFNANLF/I IGHTNING ROD jh --ELEV = 639.21 AMSL (108' A. G. L) _ TOP OF PROPOSED TOWER _ ELEV. = 637.21' AMSL (106' A.G.L) C.L. OF PROPOSED ANTENNAS _ ELEV. = 633.21 AMSL (102' A.G.L.) 7co C c les ee Wt— of rawer _l_ 62R n AMS_ (q A, ELEVATION SCALE: 1"=20' FOR 11x17 1"=10' FOR 22x34 0'-- 10' 20' 7 T,eti e e,;°- 033 5� AMSL '--o >3 2 AVSL VALMONT F PART LEGEND A.G.L. - ABOVE GROUND LEVEL C.L. - CENTER LINE VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 NOTES: Dewberry Dewberry Engineers Inc. 1, SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR 4805 Lake Brook Mme. Side 200 BB3� . CLARITY. CARTERS 2. PROPOSED TOWER LOCATION, ACCESS AND EXISTING FEATURES Fax, Boo, 290.7928 '.OPOSED RRH ARE APPROXIMATE. FINAL LOCATION WILL BE VERIFIED WITH FIELD 50079910 BRIDGE SURVEY AND PER LAND OWNER. SITE ADDRESS: —� 3. MONOPOLE AND FOUNDATION DESIGN BY OTHERS. i ANTENNA LAYOUT PLANr,__� SCALE: NTS ANTENNA NOTES: �- ANTENNAS WILL BE INSTALLED WITH A MODIFIED FLUSH M NT DESIGN, USING LOW -PROFILE MOUNTING BRACKETS. 2. PROPOSED ANTENNAS: ??????????????????????????? 3. MONOPOLE, ANTENNAS, MOUNTS, RRHs, OVPs, AND GRO NO WILL BE PAINTED COUNTY APPROVED CO - SHERWIN W 0: A BR 4. NO POINT ON THE BACK OF THE ANTENNAS SHALL BE MORE THAN 26" FROM THE FACE OF THE MONOPOLE, AS DETAILED IN THE ANTENNA LAYOUT PLAN PROVIDED ON THIS SHEET. 5. THE PROPOSED MONOPOLE SHALL NOT EXCEED A 30" DIAMETER AT IT'S BASE AND 18" DIAMETER AT ITS TOP. CONSTRUCTION DRAWINGS 03/22/17 PLAN REVIEW DRAWINGS 01/06/17 !IPLAN REVIEW DRAWINGS 19 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Mme. Side 200 BB3� . Gia, Allan. VA 28060 P!,-,', 804.290.7957 DRM^' Fax, Boo, 290.7928 '.OPOSED RRH ww�^,.caweaey., PROPOSED ANTENNA _TOR ALPHA DRAWN BY: ARB '.� REVIEWED BY: BB3� . CHECKED BY: DRM^' PROJECT NUMBER: 50079910 SITE ADDRESS: —� 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE ELEVATION SHEET NUMBER 1 C -C 0 — — \ - LIMITS OF DISTURBANCE SP 530.50 52 52 I NOTES: 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR ' CLARITY. 2. A G.L.— ABOVE GROUND LEVEL 0.L — CENTER LINE A.M.S.L. —ABOVE MEAN SEA LEVEL � 4. VERIFY LOCATION OF EXISTING UNDERGROUND CONDUITS AND GROUNDING PRIOR TO CONSTRUCTION. ADJUST ROUTING AS NECESSARY. 5. CONTRACTOR SHALL CONTACT "MISS UTILITY" (1-800-552-7001) FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 6. ALL PROPOSED WORK AND CABLE PLACEMENT SHALL BE IN ACCORDANCE WITH TOWER STRUCTURAL ANALYSIS BY OTHERS. 7. CONTRACTOR SHALL COORDINATE ANTENNA AZIMUTHS WITH RF WORKSHEET. EXISTI GRAVELDf21VE TO SERVE AS THE CONSTRUCTION ENTRANCE EX 530 08 GRADING AND EROSION CONTROL PLAN SCALE: 1"=10' FOR 1107 1"=5' FOR 2204 0, S' 10' V RGIN''A -NiFC RM CCS NG SYSTEM LEGEND Ccn R --L FRAC CES ExAccess Rd/Compo:md Egdp. — — PROPOSED ACCESS EASEMENT — — — — — PROPOSED UNDERGROUND CONDUITS —X—X— PROPOSED FENCE PROPOSED CLEARING LIMITS PROJECT NUMBER: PROPOSED LIMITS OF DISTURBANCE —O---O-- PROPOSED SILT FENCE —0 [3 PROPOSED TREE PROTECTION TREE TO BE REMOVED 102 PROPOSED CONTOUR IO2— — Ex.st,ng Conto,r 27 PROPOSED GRADING FLOW ARROW SW 10Q00 PROPOSED SPOT ELEVATION SP — SPOT GRADE EX - EXISTING GRADE V RGIN''A -NiFC RM CCS NG SYSTEM FOR FPCSiCN AND SEC VENT Ccn R --L FRAC CES 3.02 1 CONSTRUCTION REVIEWED BY: ENTRANCE 3.05 I SILT FENCE ®�—! 3.31 TEMPORARY SEEDING SII 3.32 I PERMANENT SEEDING PROJECT NUMBER: 3.35 MULCHING ©- 3 38 ,T—REE PRESERVATION AND PROTECTION ® 0 FENCING AND ARMORING aW! VE V ' l .wow rtxrr- r 4 II eoun rrnrFCORD FEINCE p " PCASi1C FENS' CORRECT METHODS OF TREE FENCING I �7 I J�1IlgI CORRECT TRUNKARMORING TRIANGULAR BOARD FENCE ■ verizomwl VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS 03/22/17 PLAN REVIEW DRAWINGS 01/06/17 YPLAN REVIEW DRAWINGS Dewberry® Dewberry Engineers Inc. 4595 Lake brook Drive. Slkl2 GI Allen, VA 29050 P� 804 ]90 7957 w504.299]928 v db— DRAWN BY: ARB REVIEWED BY: BAR CHECKED BY: DRM J _ PROJECT NUMBER: 50079910 SITE ADDRESS. 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE GRADING & EROSION CONTROL PLAN r SHEET NUMBER C-6 GPS ANTENP PIPE 1 STD, 24" LONG 1/2" 0 THREADED RO[ 12" LONG (4 TOTAL GPS ANTENNA p 1. GROUND AN PER MANUFI RECOMMEND WIRELESS S GPS POLE MOUNTED0 SCALE: N,T.S. 2'-0"t _ 5�^G Grace WARNING TAPE TRENCH COMPACT FILL (90%) OR AS PER UTILITY COMPANY REQUIREMENTS UNEXCAVATED 2"0 SCH 40 TELCO CONDUIT (W/2001b MINIMUM PULL WIRE) 2"0 SCH 40 SPARE TELCO CONDUIT _ _ 30 SCH 40 PVC (W/2001b MINIMUM PULL WIRE) 12 MIN. ELECTRIC CONDUIT NOTES: L IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" UFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 3. CONTRACTOR SHALL HAND DIG U/G TRENCHING WHERE NEEDED. 4. INSTALLATION PER THE NEC. 5. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALLIC PIPING AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CONSTRUCTION MANAGER. JOINT SERVICE TRENCH SCALE: N.T.S. 2 ANTENNA MOUNTING P6 (ORDER SEPARATEL ANTENNA MOUNT P OVED EQUAL) lY1LLLS: 1. ANTENNA MOUNTING FRAME TO BE INSTALLED PER TOWER DESIGN & STRUCTURAL ANALYSIS. 2. AZIMUTHS BASED ON TRUE NORTH. 3. CONTRACTOR TO VERIFY FINAL AZIMUTHS PRIOR TO ANTENNA INSTALLATION. 4. IN THE EVENT THE RRH'S ARE TO BE MOUNTED ON THE ANTENNA PIPE MOUNT WITH ANTENNA, THE CONTRACTOR SHALL ENSURE THE ANTENNA MOUNT IS REINFORCED AND APPROVED BY A LICENSED STRUCTURAL ENGINEER. 5. FITS 10 3/4" TO 28" DIAMETER MONOPOLES. FOR POLE SIZES 28" TO 42" DIAMETER ORDER SEPARATELY PART # LP -42 ANTENNA STANDOFF MOUNTING DETAIL 3 SCALE: N.T.S. BOLT DOWNS (TYP. 4) IDENTIFICATION TELEPHONE LIFT PINS OR ELECTRIC (TYP. 2) NOTE, 1. ALL SNB -UP CONDUITS INSIDE PULL BOXES WILL BE 6" FROM TOP OF BOX AND HAVE PULL STRING AND CAPS. HAND HOLE/ PULL BOX DETAIL SCALE: N.T.S. VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS 8 A !, 03/22/17 !PLAN REVIEW DRAWINGS ! 01/06/17 !PLAN REVIEW DRAWINGS Dewberry Dewberry Engineers Inc. 48D5 Lake Bfoox Dr Suie 200 Glen Alen. VA 23080 Vb one: 8D4. 290.]957 F ax: 804.290.1928 de bogy. DRAWN BY: _ ARB REVIEWED BY: #2 AWG FROM CHECKED BY: DRM ICE BRIDGE TO PROJECT NUMBER: 50079910 TOWER BUS BAR VARIES z MONOPOLE VARIES 6' MAX. 3' MAX. 24" WIDE 12 GA. BALL CAP3" DEEP GRIP STRUT 24" WIDE 12 GA. DIAMOND PLANK 3" DEEP GRIP STRUT OR EQUAL 1/2" 0 U -BOLT DIAMOND PLANK OR EQUAL (Typ) ICE BRIDGE NOTES: TT 1/2" 0 THREADED 1. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO "-- PIPE 3 STD ROD ( MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL ICE -------- --_ BRIDGE COMPONENTS. _ o P2000 SL UNISTRUT 3 SNAP -IN HANGERS, SPUCE KITS, HINGE KITS, EXTENSION KITS, z OR EQUAL (TYP) STIFFENERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED. d w dol` 4SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM ANTENNA CABLE BENDING RADIUS PER PIPE 3 STD BENDING RADIUS OF THE COAXIAL CABL MANUFACTURER'S �ll" 5. ICE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, CONSULT STANDARDS _ CROWN EACH FOOTING 2" AFG MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS. 6. MAINTAIN 3' CLEAR FOR COAX FROM GENERATOR AND 4' FROM LLFINISHED FI FINISHED GRADE EXHAUST . GRADE 0 �.j CONC. PIER # AWG TO g '- - - - EQUIPMENT GROUND RING l—COMPACTED SUBGRADE ELEVATION CONC. ' FOOTING ICE BRIDGE DETAIL 5 SCALE: N.T.S. ICE BRIDGE DETAIL ICE BRIDGE NOTES: SCALE: N.T.S. 1. f2 AWG TO BE IN 3/4"0 PVC CONDUIT AT ALL GROUND PENETRATIONS. ANTENNA MOUNTING P6 (ORDER SEPARATEL ANTENNA MOUNT P OVED EQUAL) lY1LLLS: 1. ANTENNA MOUNTING FRAME TO BE INSTALLED PER TOWER DESIGN & STRUCTURAL ANALYSIS. 2. AZIMUTHS BASED ON TRUE NORTH. 3. CONTRACTOR TO VERIFY FINAL AZIMUTHS PRIOR TO ANTENNA INSTALLATION. 4. IN THE EVENT THE RRH'S ARE TO BE MOUNTED ON THE ANTENNA PIPE MOUNT WITH ANTENNA, THE CONTRACTOR SHALL ENSURE THE ANTENNA MOUNT IS REINFORCED AND APPROVED BY A LICENSED STRUCTURAL ENGINEER. 5. FITS 10 3/4" TO 28" DIAMETER MONOPOLES. FOR POLE SIZES 28" TO 42" DIAMETER ORDER SEPARATELY PART # LP -42 ANTENNA STANDOFF MOUNTING DETAIL 3 SCALE: N.T.S. BOLT DOWNS (TYP. 4) IDENTIFICATION TELEPHONE LIFT PINS OR ELECTRIC (TYP. 2) NOTE, 1. ALL SNB -UP CONDUITS INSIDE PULL BOXES WILL BE 6" FROM TOP OF BOX AND HAVE PULL STRING AND CAPS. HAND HOLE/ PULL BOX DETAIL SCALE: N.T.S. VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS 8 A !, 03/22/17 !PLAN REVIEW DRAWINGS ! 01/06/17 !PLAN REVIEW DRAWINGS Dewberry Dewberry Engineers Inc. 48D5 Lake Bfoox Dr Suie 200 Glen Alen. VA 23080 Vb one: 8D4. 290.]957 F ax: 804.290.1928 de bogy. DRAWN BY: _ ARB REVIEWED BY: BAR CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: _ 9 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 1 SHEET TITLE--_ -� CONSTRUCTION DETAILS f SHEET NUMBER I C-7 S'-2" MAX LINE POST Aft VERIZON WIRELESS EXTERIOR SIDE FACIUTY SIDE_ _ 6" COMPACTED 21A RICHMOND, VA COURT 3222 STOCKADE WOOD CORNER, 12' STAN AR" CR PER SITE PLAN 3" (COMPACTED) GATE, OR END POST URT ----- -.--- 1831 RADY CO (j3 STONE 1 r1 - I I -(3) - WOOD BRACING 4X4 POST 4X4 POST b ' �I 1X4 WOOD ,I PROJECT 1" ABOVE GROUND AND SLOPE /ALL AROUND (TYP.) z< lu� a Si POST wCONCRETE Y' FOOTING C" MIN. TYP':CA'-_ SEC`ICN DOD FENCE DETAIL CC SCALE: N.T.S _ 3,_6"t 14'-C BRACiNGrnn»��n NOTE: 1. FENCE COLOR SHALL BE JAVA BROWN 6090 =x ting Grade WARNING TAPE TRENCH COMPACT FILL (90%) OR AS PER UTILITY COMPANY REQUIREMENTS M UNDISTURBED OR NOTE. COMPACTED FILL - 1. FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. j UNEXCAVATED SLOPE TO D - SLOPE T 3:1 SLOPE (MAX) - 3: t SLOPE (MAX COMPACTEDr,_ 413'OMPACTED) J1 STONE SUB -GRADE RECTED BY THE ORDINARY BORROWRUCTION MANAGER BACKFILL NOTES: 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. 2. REMOVE MINIMUM OF 12" OF TOP SOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING. 4. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE. 5. ALL GRANULAR FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR WITHIN 3% OF OPTIMUM MOISTURE CONTENT OR AS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. 6. ALL STONE SHALL BE IN ACCORDANCE W/VDOT STANDARD SPECIFICATION. ROAD CROSS SECTION 2 SCALE: N.T.S. G BOTH z< iz 2" //CAP x "N C4x5.4 j 21j" w °S WARNII xa (SUPPLIED BY OTHERS) x¢ }"0 GALVANIZED U -BOLTS MIRAFI STABILIZATION FABRIC J"0 HOLE w .. ... .. PLACED ON COMPACTED SUB 6" CRUSHED STONE OR GRAVEL z 5� f COMPA( GRADE (GEOTEXTILE 150 MIL ... (90%) ...: THICKNESS) COMPAP I FINISHED n is IISHED GRADEMOWN ' III =x ting Grade WARNING TAPE TRENCH COMPACT FILL (90%) OR AS PER UTILITY COMPANY REQUIREMENTS M UNDISTURBED OR NOTE. COMPACTED FILL - 1. FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. j UNEXCAVATED SLOPE TO D - SLOPE T 3:1 SLOPE (MAX) - 3: t SLOPE (MAX COMPACTEDr,_ 413'OMPACTED) J1 STONE SUB -GRADE RECTED BY THE ORDINARY BORROWRUCTION MANAGER BACKFILL NOTES: 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. 2. REMOVE MINIMUM OF 12" OF TOP SOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING. 4. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE. 5. ALL GRANULAR FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR WITHIN 3% OF OPTIMUM MOISTURE CONTENT OR AS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. 6. ALL STONE SHALL BE IN ACCORDANCE W/VDOT STANDARD SPECIFICATION. ROAD CROSS SECTION 2 SCALE: N.T.S. G 1"0 SCH 40 PVC 1"0 SCH 40 PVC GRAVEL YARD DETAIL � ELECTRIC CONDUIT ELECTRIC CONDUIT SCALE: N.T.S. / J l I 2"0 SCH 40 PVC SPARE TELCO I_._._ 12" MIN. 3"0 SCH 40 PVC 2"0 SCH 40 PVC SPARE TELCO CONDUIT (W/2001b MINIMUM PULL - ELECTRIC CONDUIT CONDUIT (W/20016 MINIMUM PULL NOTES: WIRE) WIRE) I. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2. SAND BACKFILL SHALL BE CLEAN, WASHED AND FREE OF DEBRIS OR ROCKS LARGER THAN 1/8". 3. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN B" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 4. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE SUBCONTRACTOR SHALL HAND DIG U/G TRENCHING. 5. INSTALLATION PER THE NEC. 6. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALUC PIPING AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CONSTRUCTION MANAGER. JOINT SERVICE TRENCH t SCALE: N.T.S. E.,st,nG Gr 1 .7 — -APE - 2T " _--I i ILL 4S PER UTIUTY :EQUIREMENTS rn UNEXCAVATED a co I � •1 0 I NOTES: 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2. SAND BACKFILL SHALL BE CLEAN, WASHED AND FREE OF DEBRIS OR ROCKS LARGER THAN 1/8". 3, IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN B" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTIUTIES PRIOR TO DIGGING. 4. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE SUBCONTRACTOR SHALL HAND DIG U/G TRENCHING. 5. INSTALLATION PER THE NEC. 6. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALUC PIPING AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CONSTRUCTION MANAGER. TELCO/FIBER SERVICE TRENCH SCALE: N.T.S. J BOTH y iz 2" //CAP x "N C4x5.4 j 21j" WARNII xa (SUPPLIED BY OTHERS) }"0 GALVANIZED U -BOLTS ... J"0 HOLE w .. ... .. TRENCI C4x5.4 5� f COMPA( ... (90%) J"O HOLE 5,-6j„ COMPAP I FINISHED i I LIT 1"0 SCH 40 PVC 1"0 SCH 40 PVC GRAVEL YARD DETAIL � ELECTRIC CONDUIT ELECTRIC CONDUIT SCALE: N.T.S. / J l I 2"0 SCH 40 PVC SPARE TELCO I_._._ 12" MIN. 3"0 SCH 40 PVC 2"0 SCH 40 PVC SPARE TELCO CONDUIT (W/2001b MINIMUM PULL - ELECTRIC CONDUIT CONDUIT (W/20016 MINIMUM PULL NOTES: WIRE) WIRE) I. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2. SAND BACKFILL SHALL BE CLEAN, WASHED AND FREE OF DEBRIS OR ROCKS LARGER THAN 1/8". 3. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN B" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 4. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE SUBCONTRACTOR SHALL HAND DIG U/G TRENCHING. 5. INSTALLATION PER THE NEC. 6. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALUC PIPING AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CONSTRUCTION MANAGER. JOINT SERVICE TRENCH t SCALE: N.T.S. E.,st,nG Gr 1 .7 — -APE - 2T " _--I i ILL 4S PER UTIUTY :EQUIREMENTS rn UNEXCAVATED a co I � •1 0 I NOTES: 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2. SAND BACKFILL SHALL BE CLEAN, WASHED AND FREE OF DEBRIS OR ROCKS LARGER THAN 1/8". 3, IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN B" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTIUTIES PRIOR TO DIGGING. 4. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE SUBCONTRACTOR SHALL HAND DIG U/G TRENCHING. 5. INSTALLATION PER THE NEC. 6. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALUC PIPING AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CONSTRUCTION MANAGER. TELCO/FIBER SERVICE TRENCH SCALE: N.T.S. J CONCRETE PIER a (TYP) e METER. FIBER CABINET --- AND DISCONNECT SWITCH +' ;o MOUNTING RACK - 1' (TYP) UTILITY SERVICE STAND SCALE: N.T.S. NOTES: 1. HOT DIP GALVANIZE AFTER FABRICATION. 2. COORDINATE ALL DIMENSIONS WITH MESA SPAN SPECIFICATIONS. CARTERS BRIDGE CONSTRUCTION DRAWINGS B 03/22/17 'i PLAN REVIEW DRAWINGS A I 01/06/17 'IPLAN REVIEW DRAWINGS Dewberry® Dewberry Engineers Inc. 4805 Lake Brook Drive, S11e 200 GI ellen VA 23060 PV, :884,290.7957 L 804.290. 7928 e ibeiry.cwr. DRAWN BY: ARB REVIEWED BY: CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET�TITLE CONSTRUCTION DETAILS !. SHEET NUMBER C-8 BOTH y /—PIPES 2" //CAP C4x5.4 j 21j" 3"0 PIPE (SUPPLIED BY OTHERS) }"0 GALVANIZED U -BOLTS J"0 HOLE -j5j"'ir (TYP. OF 24) C4x5.4 5� f C4z5.4 J"0z2" BOLT SST W/NUT J"O HOLE 5,-6j„ _.-- (TYP. OF 6) 5'-0" FINISHED CONCRETE PIER a (TYP) e METER. FIBER CABINET --- AND DISCONNECT SWITCH +' ;o MOUNTING RACK - 1' (TYP) UTILITY SERVICE STAND SCALE: N.T.S. NOTES: 1. HOT DIP GALVANIZE AFTER FABRICATION. 2. COORDINATE ALL DIMENSIONS WITH MESA SPAN SPECIFICATIONS. CARTERS BRIDGE CONSTRUCTION DRAWINGS B 03/22/17 'i PLAN REVIEW DRAWINGS A I 01/06/17 'IPLAN REVIEW DRAWINGS Dewberry® Dewberry Engineers Inc. 4805 Lake Brook Drive, S11e 200 GI ellen VA 23060 PV, :884,290.7957 L 804.290. 7928 e ibeiry.cwr. DRAWN BY: ARB REVIEWED BY: CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET�TITLE CONSTRUCTION DETAILS !. SHEET NUMBER C-8 PIER m PIER GPS COAX GROUNDING PIGTAIL ATTACHED TO G81 GROUNDING PIGTAIL ATTACHED TO GB1 (TYP OF 2)-� PLATFORM LENGTH GROUNDING PIGTAIL ATTACHED GROUNDING PIGTAIL C F C TO BACKSIDE OF CABINETS ATTACHED TO GENERATOR 2'-0"--i 3'-4" -----+--- 3'-4" - (TYP OF 2 FOR EACH CABINET) (TYP OF 2) 7" GENERAL EQUIPMENT _ POWER/BATTERY FUTURE BATTERY j CABINET - CABINET CABINET OVP 0 _ B _ _ _8.. —_8" 8.. � D RIS O - a _ E z Lc - L K J I H G - A 11 B 1C D E F TELCO BOX RRH (NP) ( GROUNDING PIGTAIL C ATTACHED TO G82 (TYP OF 2) GROUNDING PIGTAIL q PIER ATTACHED TO ILC (1)3"0 CONDUIT TO POWER SERVICE (1)2"0 CONDUIT FOR A PROPANE FUEL MONITORING (IF APPLICABLE) PLATFORM PLAN SCALE: N.T.S. GROUNDING NARRATIVE: 1. INSTALL PLATFORM GROUND RING. 2. PROVIDE 18 GROUNDING PIGTAILS. REFER TO PLATFORM PLAN FOR LOCATIONS. 3. ALL GROUNDING PIGTAILS SHALL BE #2 AWG SOLID TINNED, UNLESS OTHERWISE NOTED. ALL PIGTAILS SHAH BE 10' LONG AND TYWRAPPED. 4. ALL GROUNDING PIGTAILS SHALL BE BONDED TO PLATFORM GROUND RING. PIER PIER FOUNDATION PLAN __@ SCALE: N.T.S. 50" LIFT OFF DOOR 20 AT D GENERATOR I • <) GROUNDING PIGTAIL GROUNDING PIGTAIL ATTACHED TO TELCO BOX ATTACHED TO PLATFORM (TYP AT EACH CORNER OF PLATFORM) (2)2"0 CONDUITS TO FIBER DEMARC. COMPACTED #57 GRAVEL EQUIPMENT ANCHORAGE f --BY MANUFACTURER IV �� (3) #3 TIES AT ! 5 1.5" O.C. MIN. 4000 PSI CONCRETE I P (5) #8 CONCENTRIC BARS SPACED EVENLY I � #3 TIES AT 16" O.C. CLR CLR --- 2'-6" ------� CONCRETE PIER FOUNDATION o SCALE: N.T.S. NOTE: 1. THIS DESIGN ASSUMES A 1500 psf SOIL BEARING PRESSURE. 2. CONCRETE AIR CONTENT SHALL BE 5.5% PLUS OR MINUS 1.5%. VFP STEEL PLATFORM SELECTION PLATFORM TYP E1: GROUND LEVEL STEEL PLATFORM (GLPS) PLATFORM SIZE: 9'-4" X 16'-0" (3 CABINETS W/ GENERAT.) VZWA-9.4x16-CLSP-3 GENERAL OPTIONS -----_BARE TELCO/FIBER DEMARCATION BOX (24"x24%6") VZ-DEMAR BOX FOLD DOWN LAPTOP SHELF VZ -SHELF -EXTERIOR DRM ONE 10LB FIRE EXTINGUISHER VZ-FE-10#CO2/BOX STEPS - ANTI SLIP TREAD (1 STEP VZ -FLIP STEP 50079910 SAFETY CHAIN ASSEMBLY FOR ENTRANCE♦ VZ -SAFETY CHAIN GROUND BAR FOR OVP'S VZ-GROUND-OVP GROUND BAR FOR RRH'S, SEE NOTE 6 VZ-GROUND-RRH GRATED STEEL PLATFORM OPTIONS PLATFORM FRAME BASE SUPPORTS VZ -PLATFORM BASE -STANDARD SAFETY RAILING OPTIONS FB-SR-AAT857 SAFETY RAILINGS - REMOVABLE ANGLED IRON W/TOE BOARDS - 9.4x16 (3 CABINETS W/GENERATOR) ICE BRIDGE OPTIONS COVERING EQUIPMENT CABINET - 3 CABINET VZ9.4X16-CNTLVR-ICE SHIELD GENERATOR INSTALLATION OPTIONS MODEL 4R V AC GENERATOR INSTALLATION FB-ACGEN-II AC CIRCUIT - BATTERY CHARGER FB-ACCIR-BC AC CIRCUIT - BLOCK HEATER F8-ACCIR-BH ILC PANEL OPTIONS NEMA 3R INTERSECT: 1PH, TVSS, ATS 30 -POS AA30OG- 1 PH -3R ILC INSTALLATION WITH ATS AND TVSS VZ-NEMA3-ILC-INSTALL-ATS OTHER INSTALLATION OPTIONS CHARLES BATTERY & BTS CABINET INSTALLATION NICD-GLCS-CEL & PWR-COM-GLCS-CEL (QTY 1) AC RECTIFIER DROPS & WIRING TO POWER PLANT RECT-GLCS-CEL (QTY 16) (20 amp) THREE WALL MOUNT OVP INSTALL RAY3315-GLCS-CEL (QTY 3) NOTES: 1. GROUND LEVEL IS THE GENERAL OPTION. IN CASE THAT NEEDED ELEVATED PLATFORM ELEVATED STEEL PLATFORMS (ESP) VFP MODELS TO BE USED. 2. 9'-4'X16'-0" PLATFORMS TO BE USED. CONSULT VERIZON PROJECT MANAGER IN CASE THAT OTHER SIZES NEED TO BE USED. SEE ORDERING GUIDE FOR AVAILABLE OPTIONS. 3. NUMBER OF STEPS TO ACCOMMODATE DESIGN REQUIREMENTS. 4. SAFETY RAILING TO ACCOMMODATE DESIGN REQUIREMENTS. SUGGESTED FOR HEIGHT OF PLATFORM FROM GROUND OVER 30". 5. SAFETY RAILING TO ACCOMMODATE DESIGN REQUIREMENTS. SUGGESTED FOR HEIGHT OF PLATFORM FROM GROUND OVER 30". 6. ONLY FOR 16' PLATFORM. veFnezodiftam' VERIZON WIRELESS 1831 RACY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS 03/22/17 PLAN REVIEW DRAWINGS 01/06/17 !PLAN REVIEW DRAWINGS Dewberry® Dewberry Engineers Inc. c805 Lake Book 0— &Ae200 Glen Alen, VA 23060 Phone: 804.290.7957 Fax: 804.2.1 928 „v,w.,.ewberry.ram DRAWN BY: ARB i --- REVIEWED BY: -----_BARE CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE VFP EQUIPMENT PLATFORM DETAILS SHEET NUMBER C-9 GB1 12'-4" RH ISI I R"III1 I R" AC E GENERATOR RBHI IIRDHI IIRRHII TELCO BOX WW6 ROOF CANOPY AND ICE SHIELD !--10'—1 3/4" (MAX) ---—j 9'-9" ■ verizoul VERIZON WIRELESS 1831 RACY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS ANCHOR PLATE ATTACHMENT BRACKET OVP A OVP B---� I I (TYP OF 4) GROUNDING PIGTAIL GPS COAX - ATTACHED TO GENERATOR GROUNDING PIGTAIL ( I s- (TYP OF 2) ATTACHED TO GB1 iii—GB2__ i iG61 ______ 8 03/22/17 !PLAN REVIEW DRAWINGS GROUNDING PIGTAIL ATTACHED TO GB1 (TYP OF 2) ' 3 A 01/06/17 PLAN REVIEW DRAWINGS GROUNDING PIGTAIL ATTACHED TO GB2 GROUNDING PIGTAIL(TYPOFOF 2) ATTACHED TO TELCO BOX GROUNDING PIGTAIL 16'-0" -- — — —.i ATTACHED TO PLATFORM (TYP AT EACH CORNER OF PLATFORM) -17'-0" (MAX) PLATFORM ELEVATION'A' SCALE: N.T.S. ROOF CANOPY AND ICE SHIELD GROUNDING NARRATIVE: 1. INSTALL PLATFORM GROUND RING. 2. PROVIDE 18 GROUNDING PIGTAILS. REFER TO PLATFORM PLAN FOR LOCATIONS. 3. ALL GROUNDING PIGTAILS SHALL BE #2 AWG SOLID TINNED, UNLESS OTHERWISE NOTED. ALL PIGTAILS SHALL BE 10' LONG AND TYWRAPPED. 4. ALL GROUNDING PIGTAILS SHALL BE BONDED TO PLATFORM GROUND RING. -------------------------- 12'-4" --------------------"-i PLATFORM SECTION'D' SCALE: N.T.S. PLATFORM ELEVATION'S' SCALE: N.T.S. PLATFORM SECTION 'C' SCALE: N.T.S. 12'-4" ATTACHED TO ILC 16'-0" ---- PLATFORM SECTION 'E' SCALE: N.T.S. Dewberry Dewberry Engineers Inc. 4805 Mahe Brook Dyke 5-200 Glen Atlee, VA 23080 Phone', 804.29D7957 Fax; 804.290.7928 ""',d—beny,— DRMN. ARB REVIEWED BY: pile l CHECKED BY: DRM PROJECT NUMBER: 50079910 ! SITE ADDRESS: - 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE VEP EQUIPMENT ELEVATION DETAILS SHEEr� ---_1 C10 PROPOSED VERIZON WIRELESS PROPOSED CIRCUIT 200A, 10, 120/240V UTILITY LABEL "VERIZON" IVater Sank METER & DISCONNECT IN EXISTING TO MATCH EXISTINGA l SPACE TO MATCH EXISTING-�\\ rEzlstq Charles Ca6net (COORDINATE WITH LOCA) / UTILITY COMPANY ,Isthq Rendhole PROPOSED H -FRAME FOR FIBER 200A 120/24OV, 10-3WIRE, MLO, PANELBOARD PP -i, NEMA 3R 42 POLE. PROVIDE BRANCH BREAKERS AS REQUIRED FOR EQUIPMENT. PROPOSED VERIZON WIRELESS 20KW GENERATOR WITH 2O0A OUTPUT CIRCUIT BREAKER ':, TELCO CABINET ILC SURGE PROTECTIVE DEVICE, 30A 2P CIRCUIT BREAKER WITH #10 II l i I I CONDUCTORS IIFROM II II (3) CAT -5 CABLES IN 1" PVC CONDUIT - --- (( II ._ALAR GENERATOR TO EQUIPMENT FOR -------------------------- \�---------� II ALARM CIRCUITS. COORDINATE FINAL \\ // �_______---------------------------�� TERMINATIONS PRIOR TO INSTALLATION \----------��----------- -/ \\70=------ - ----�/ (2) 2#10 1 1# 0 GND BRANCH CIRCUITS IN 1"PVC CONDUIT FOR GENERATOR ------'---------------- ---- �---------------- � CHARGER AND JACKET HEATER. PROVIDE CONNECTION TO SPARE 20A/1P CB IN `L3"PANEL PP -1 FOR EACH BRANCH CIRCUIT 3" POWER CONDUIT 2#8, 1#10 GND IN 1 -PVC CONDUIT BY OTHERS BRANCH CIRCUIT FOR MESA CABINET VIA (2) 2" PVC CONDUIT, WITH (3) 3/0, 1#6C IN 3" PVC CONDUIT (3) #3/0 & (1) #6G IN 2" PVC CONDUIT DISCONNECT. TRANSITION TO LIQUID TIGHT 3 -WAY INNERDUCT WITH FOR STANDBY GENERATOR SERVICE #2/0 G SERVICE FLEXIBLE CONDUIT MIN 6"ABOVE FINISH PULL STRINGS IN EACH GROUND PER NEC U/G TELCO CONDUIT 2"C (PVC) GRADE FOR FINAL CONNECTIONS TO INNERDUCT FOR 6#12 IN 1 -PVC (SCH 40 WITH PULL STRING & (1) 2" EQUIPMENT. PROVIDE 120V, 3OA/IP CB IN TELEPHONE SERVICE GENERATOR FOR CONTROL C IRC BRANCH ATS TO (PVC) SPARE WITH PULL STRING PANEL PP -1 IN AVAILABLE SPACE FOR BRANCH CIRCUIT NOTES: ELECTRICAL RISER DIAGRAM 1. FINAL UTILITY DESIGN AND ROUTING TO BE CONFIRMED WITH VERIZON WIR AND SERVICE ENTRANCE (SCHEMATIC) ELESS C.M., LOCAL UTILITY COMPANY AND PROPERTY OWNER PRIOR TO CONSTRUCTION. SCALE: N.T.S. 2. TIE ELECTRICAL SERVICE INTO PROPOSED GENERATOR/TRANSFER SWITCH. CONFIRM ALL WIRE SIZES WITH MANUFACTURER PRIOR TO CONNECTION. ELECTRICAL GENERAL NOTES I- SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD VERIFICATION. 2. THESE PLANS ARE DIAGRAMMATIC ONLY, AND NOT TO BE SCALED. 3. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND NBFU. 5. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 6. ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY, LOCAL ELECTRICAL CODES AND O.S.H.A. 7. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL PERMITS. AND PAY ALL REQUIRED FEES. 8. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION AT THE EXPENSE OF THE CONTRACTOR. 9. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. 10. PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL "AS BUILT" DRAWINGS AT THE COMPLETION OF THE JOB. SHOWING ACTUAL DIMENSIONS AND CIRCUITS, WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. 11, ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC, SHALL BE TURNED OVER TO PROJECT MANAGER AT JOB COMPLETION. 12. USE T -TAP CONNECTIONS ON ALL MULTI -CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE. 13. ALL CONDUCTORS SHALL BE COPPER. 14. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 16. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 17. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC. IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND REBAR WILL NOT BE DRILLED INTO, CUT, OR DAMAGED UNDER ANY CIRCUMSTANCES. 18. LOCATION OF TENDONS AND RE -BARS ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY, OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING STEEL TENDONS. 19. ALL EXISTING UNDERGROUND LINES ON SITE TO BE LOCATED PRIOR TO CONSTRUCTION. 20. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT -SHEETS ON ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT. 21. UPON COMPLETION OF WORK, CONDUCT CONTINUITY SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TEST WITH WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL. 22. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 23, ALL EXTERIOR WALL PENETRATIONS SHALL BE SIUCONE SEALED. 24. ALL DOWNLEADS #2 TINNED COPPER TO BE PROTECTED BY 1/2" P.V.C. PIPE AND SECURED TO EQUIPMENT OR TOWER, 25. COMPRESSION FITTINGS TO BE USED ON ALL "EMT" CONDUITS (NO SETSCREWS). 26. ALL #6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED WITH CRIMPED DOUBLE LUG BOLTED ATTACHED WITH CAD PLATED BOLTS AND STAR WASHERS TYPICAL AND NO -OX GREASE. 27. COORDINATE ALL METER WORK WITH LOCAL UTILITY COMPANY. GPS MOUNT (NOTE 4) #6 AWG TINNED BCW CPS ANTENNA HYBRIFLEX GND KITS (SEE NOTE 1) #6 AWG GND BAR #2 AWG TINNED BCW ANTENNA MOUNT ANTENNA MOUNT ANTENNA MOUNT (NOTE 4) (NOTE 4) (NOTE 4) ANTENNA ANTENNA HYBRIFLEX NYBRIFLFX GND GND KITS KITS IEE NOTE 1) (SEE NOTE 1) GND 8-_-�-�4Ft }-- GND BAR RRU'RR-UU FZU ANTENNA _ --_ARB GROUND BAR AT HYBRIFLEX GROUND KITS BASE OF TOWER #6 AWG ANTENNA DRM HYBRIFLEX PROJECT NUMBER: 50079910 GND KIT GND BAR AT PA ANTENNA HYBRIFLEX GND KITS SEE NOTE 1 17RR. TOWER GROUND RING EQUIPMENT GROUND RING NOTES: 1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR (GND BAR). 2. ALL CELL EQUIPMENT (BTS, BATTERY FRAME, POWER CABINETS, MISC. EQUIPMENT FRAMES, ETC.) SHALL BE GROUNDED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. 3. ALL METAL OBJECTS AT EQUIPMENT PAD SHALL BE BONDED AND JUMPERED TO PAD GROUND. 4. GROUND ANTENNA WITH #2 AWG TINNED BCW DEDICATED LEAD BACK TO GROUND BAR. ICE BRIDGE AND SUPPORT POSTS GENERATOR #2 AWG TINNED BCW GROUNDING DIAGRAMO SCALE: N.T.S. VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS B 03/22/17 PLAN REVIEW DRAWINGS __.----------- ___--- A -A 01/06/17 'PLAN REVIEW DRAWINGS 11 Dewberry® Dewberry Engineers Inc. 6805 Lek, amok Ud- Sole 200 Glen tUlen, VA 2]060 Pion,: SN. 290]957 w v , 8X.290.7928 L^DRAWN BY _ --_ARB REVIEWED BY: BAR. CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE RISER DIAGRAM & GROUNDING SCHEMATIC SHEET NUMBER E-1 GROUNDING LEGEND _ GROUND BAR ------ GROUND COPPER WIRE, SIZE AS NOTED —�— MECHANICAL GROUND CONNECTION ® 5/8"X10' COPPER CLAD STEEL GROUND ROD OTEST WELL —�— EXOTHERMIC (CADWELL) CONNECTION — — — PROPOSED GROUND RING GROUNDING NOTES: 1. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. CONTRACTOR SHALL SUBMIT TO THE PROJECT MANAGER ALL TEST REPORTS AND ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK 2. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 3. ALL EXPOSED GROUND WIRES ROUTED ALONG THE SIDE OF EQUIPMENT CABINETS OR ROUTED OVER CONCRETE FOUNDATIONS OR OTHER EXISTING STRUCTURES SHALL BE INSTALLED IN PROPERLY ANCHORED 3/4"0 (MIN.) PVC CONDUIT. 4. CONTRACTOR SHALL NOT DISTURB EXISTING GROUNDING SYSTEM. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL COST. 5. ALL ELEMENTS OF ICE BRIDGE AND VERIZON WIRELESS UTILITY BACKBOARD MUST BE BONDED AND JUMPERED TO GROUNDED COMPONENTS OF THESE SYSTEMS. 6. ALL INTERIOR CABLES AND WIRING SHALL BE NEATLY ROUTED IN OVERHEAD LADDER RACK AND FASTENED TO LADDER RACK WITH WAX COATED STRING PER LUCENT TECHNOLOGIES INSTALLATION STANDARDS. PLASTIC CABLE TIES SHALL NOT BE USED. 7, ALL GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARDS FROM POINT OF ORIGIN TO TERMINATION POINT (GROUND BAR, GROUND RING, ETC.). CONNECTIONS TO OVERHEAD HALO GROUND SHALL BE THE ONLY EXCEPTION. B. GROUNDING CONDUCTORS SHALL NOT REVERSE DIRECTION (EXCEPT HALO AND BURIED GROUND RINGS). OTHER EXCEPTIONS NEED TO BE APPROVED BY VERIZON WIRELESS PROJECT MANAGER PRIOR TO INSTALLATION. 9. GROUNDING CONDUCTORS SHALL HAVE A MINIMUM BENDING RADIUS OF 8". 10. FENCE POSTS AT THIS SITE MAY NOT BE BONDED TO GROUND RING. ANY FENCE POST WITHIN 6' OF ANY VERIZON WIRELESS EQUIPMENT (EQUIPMENT CABINETS, GENERATOR, FUEL TANK, ICE BRIDGE, ETC.) SHALL BE BONDED TO THE VERIZON WIRELESS EQUIPMENT CABINETS GROUND RING OR COMPOUND GROUND RING. 11. VERIZON WIRELESS EQUIPMENT CABINETS GROUND RING SHALL BE BONDED TO TOWER AND COMPOUND GROUND RINGS IN 2 PLACES EACH. 12. PRIOR TO POURING CONCRETE, ALL REBAR LOCATED NEAR THE BOTTOM OF THE FOUNDATION SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING ELECTRODE, BY STEEL TIES OR OTHER EFFECTIVE MEANS APPROVED BY NEC 2011 AND STRUCTURAL ENGINEER, AND BONDED TO THE GROUND RING AS DETAILED IN THESE PLANS. (INSPECTION MAY BE REQUIRED PRIOR TO POURING CONCRETE AND MUST BE COORDINATED BY CONTRACTOR.) 13. IN ACCORDANCE WITH NEC 2011 REQUIREMENTS, ALL GROUNDING ELECTRODES PRESENT ON SITE SHALL BE BONDED TOGETHER (REFERENCE 2011 NEC ARTICLE 250.50) CONNECT TOWER GROUND RING TO PROPOSED COMPOUND GROUND RING (MIN. 4 LOCATIONS) Ix x x — x— x x x x— x GROUND MONOPOLE TO it / TOWER GROUND RING x \ (TYP. OF 4) E-3 I x / � / GPS ( OF 2) x ! _ 0 x 0 0 x�0 0 x 0 0 0 I 11 y GROUND BAR I E-3 TOWER BASE x PROPOSED TOWER GROUND RING PROPOSED GROUND TO x / ICE BRIDGE SUPPORT I/ POSTS (TYP.-ALL ICE BRIDGE POSTS) I — — x GROUND H -FRAME / --------(TYP. OF ALL POSTS) x 1 1 �X X X X X X _X__XX \J X X X PROPOSED COPPER -CLAD 1p STEEL GROUND ROD. 5/8"0 MIN. AND 10' LONG, E-3 MIN. SPACED AT 10' —xx — x x x _x x x— x EQUIPMENT GROUND RING #2 AWG SOLID TINNED GROUND WIRE (TYP.) VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 low -CARTERS ii`' 1111CM111 WMA BRIDGE PROPOSED TEST WELL CONNECT TO PROPOSED E-3 (TYP) COMPOUND GROUND RING (MIN. 2 LOCATIONS) _ _ _ _ D _ _ _ — —r-- — —I I I I I I I I I REVIEWED BY: BAR NOTE: 1. CONTRACTOR TO VERIFY ALL EQUIPMENT/CABINET GROUNDING BY MANUFACTURER HAS BEEN INSTALLED AND IS FUNCTIONING PROPERLY. 2, PIGTAILS FROM PLATFORM ARE NOT SHOWN FOR CLARITY. THE CONTRACTOR SHALL TIE ALL PLATFORM PIGTAILS TO THE PLATFORM GROUND RING. SEE PLATFORM PLAN/VFP EQUIPMENT PLATFORM DETAILS FOR EXACT NUMBER AND LOCATION OF EQUIPMENT PLATFORM PIGTAILS. I I I x I I I I IC 2 E-3 11 :1RILIN�(ICONCRETE ' TYP.) —(Q1 A X X X X X X X� NOTE: 1. GROUND METER PER N.E.C. STANDARDS. GROUNDING PLAN SCALE: N.T.S. —0 CONSTRUCTION DRAWINGS 8 ! 03/22/17 ' PLAN REVIEW DRAWINGS A !. 01/06/17 1 PLAN REVIEW DRAWINGS 19 Dewberry® Dewberry Engineers Inc. 4805 Lake Brook Den'e, Sie2W Glen Allen, Vn M60 Phone: 304, 290.]951 8.Z90./923 vw , 1—b,, — DRAWN BY: ARB REVIEWED BY: BAR CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: _J 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE J GROUNDING PLAN SHEET NUMBER _? E-2 1/4"- UNC X 1/2" BOLT (C.U.) NUT & WASHERS (TYP.) DOUBLE BOLT GROUND LUG #2 INSULATED GREEN STRANDED TAP (C.U.) `-- EQUIPMENT CONNECTION TO EQUIPMENT DETAIL SCALE: N.T.S. TO GROUND RING ERICO DIRECT BURIAL GROUND CLAMP (EK16/EK17) ANTENNA CAB( WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUN #6 AWG STRANDED CO GROUND WIRE (GROUNDE GROUND BAR) (SEE NOTE 1 & 2) AWG BARE TINNED COPPER WIRE UTED BELOW OR THROUGH SIDE OF (CRETE FORM TO GROUND RING) STEEL PAD REBAR GROUNDING DETAIL SCALE: N.T.S. L X e NOTES: " TO 24" 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE SUPPLIED WITH KIT. COLD SHRINK SHALL NOT BE USED. HYBRIFLEX JUMPER (TYP.) CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE DETAIL SCALE: N.T.S. `J ANTENNA OUTLINE TYPICAL TOANTENNAS RX2 r( I*fTX1/RXI A STAINLESS STEEL HARDWARE TWO HOLE COPPER GROUNDING CABLE COMPRESSION TERMINAL GROUND BAR A ELEVATION STAR WASHER (TYP.) FLAT WASHER (TYP.) ',,_�3/8"xl 1/2" HEX BOLT NUT (TYP.)—� GROUND BAR EXPOSED BARE COPPER TO BE GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYP.) SECTION 'A—A' NOTES: 1. DOUBLING UP OR STACKING OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. TYPICAL GROUND BAR MECHANICAL CONNECTION DETAIL SCALE: N.T.S. 3 WEATHERPROOFING KIT (TYP.) ANDREW SUREGROUND TYPE KIT (TYP.) CONNECTOR WEATHERPROOR #6 AWG KIT (TYP.) ANTENNA GROUND BAR, BONDED DIRECTLY TO ANTENNA CABLE TOP OF TOWER TO BTS EQUIPMENT (TYP.) CONNECTION OF GROUND WIRE TO GROUNDING BAR DETAIL �� SCALE: N.T.S. O TYPE GAR -TC CLAMP - OR CADWELD TO MAST HYBRIFLEX CIGBE HYBRIFLEX JUMPER JUMPER \_#2 AWG BCW TO CIGBE (TYP.) ELEVATION GROUND LUG TO TOWER ANTENNA MOUNT GROUNDING DETAIL SCALE: N.T.S. 9 FINISHED GRADE- SAFETY METER SOCKET/MAIN 0 0 0 0 O O 0 0 0 TINNED AWG #2 BARE COPPER WIRE #2 SOUD TINNED COPPER 0 �Ow 1 CADWELD 5/8"000'-0" LONG �#2 (MIN.) COPPER CLAD 0 GROUND ROD AWG SOLID TINNED �� II COPPER GROUND WIRE 0 NOTES: 1. CADWELD TO GROUND RING TRAY OR ICE BRIDGE I_ AFTER GROUND ROD HAS SIZE 2 AWG BCW SOLID TINNEDl GROUND RING_�'�� BEEN DRIVEN INTO PLACE. 2. FROST LINE TO BE VERIFIED. GROUND ROD 10 SCALE: N.T.S. 24' THE GROUND BAR IS 1/4" THICK, 4" WIDE, 24" LONG. IT HAS A UNIVERSAL HOLE PATTERN. NOTE: ALL HOLES ARE 7/16' UNLESS SPECIFIED DIFFERENTLY. LEGEND 1. GALVANIZED GROUND BAR, 1 /4"x4"x24", SITE PRO P/N HDG42463-K. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. STANDOFF INSULATORS (INCLUDED IN KR). 3. GALVANIZED WASHER. 4. STAINLESS STEEL MOUNTING BRACKET (INCLUDED IN KIT). 5. TAMPER RESISTANT SS BOLT FOR GROUND BARS, SITE PRO P/N TRHK. GROUND BAR DETAIL 4 SCALE: N.T.S. SAFETY METER SOCKET/MAIN 0 0 0 0 O O 0 0 0 TINNED AWG #2 BARE COPPER WIRE #2 SOUD TINNED COPPER 0 0 0 0 0 O 0 O 0 �� II SIZE 2 AWG Cu 0 SOLID BARE TINNED TRAY OR ICE BRIDGE I_ COPPER WIRE SIZE 2 AWG BCW SOLID TINNEDl GROUND RING_�'�� MONOPOLE FOUNDATION 0 O 0 O 0 0 O O O O THE GROUND BAR IS 1/4" THICK, 4" WIDE, 24" LONG. IT HAS A UNIVERSAL HOLE PATTERN. NOTE: ALL HOLES ARE 7/16' UNLESS SPECIFIED DIFFERENTLY. LEGEND 1. GALVANIZED GROUND BAR, 1 /4"x4"x24", SITE PRO P/N HDG42463-K. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. STANDOFF INSULATORS (INCLUDED IN KR). 3. GALVANIZED WASHER. 4. STAINLESS STEEL MOUNTING BRACKET (INCLUDED IN KIT). 5. TAMPER RESISTANT SS BOLT FOR GROUND BARS, SITE PRO P/N TRHK. GROUND BAR DETAIL 4 SCALE: N.T.S. TRENCH BOTTOM NOTCH SIDES OF 6" PVC SCHEDULE 40 PIPE TO ALLOW EXIT/ENTRANCE OF GROUND RING CONNECT TO GROUND RING COPPERCLAD STEEL GROUND COPPER -CLAD STEEL GROUND ROD ROD 5/8"0 x 10'-0" LONG MIN. 10' LONG, MIN. DIA. 5/8" GROUND SYSTEM TESTING WELL� SCALE: N.T.S. MONOPOLE SAFETY METER SOCKET/MAIN 6" PVC PLUG DISCONNECT AT METER RACK DEMARCATION (BY CONTRACTOR) AND INSTALL LONG 6" PVC COUPLING PANEL SHANK LOCK ON ARM TO PREVENT (THIRD)OF TAMPERING. —.o. FINISHED GRADE TINNED AWG #2 BARE COPPER WIRE #2 SOUD TINNED COPPER TEST LOOP, CADWELD TO GROUND RING CONTINUOUS TO GROUND RING TINNED AWG #2 SOLID WIRE WITH GREEN, 6DOV, GROUND RING -GRADE TRENCH BOTTOM NOTCH SIDES OF 6" PVC SCHEDULE 40 PIPE TO ALLOW EXIT/ENTRANCE OF GROUND RING CONNECT TO GROUND RING COPPERCLAD STEEL GROUND COPPER -CLAD STEEL GROUND ROD ROD 5/8"0 x 10'-0" LONG MIN. 10' LONG, MIN. DIA. 5/8" GROUND SYSTEM TESTING WELL� SCALE: N.T.S. MONOPOLE ARB TO ANTENNA-__, ANTENNA GROUND BAR TOP OF MONOPOLE '. SEE NOTE 1. STANDARD GROUND KIT (TYP) DRM LUG PROJECT NUMBER: GROUND LUG SIZE 6 AWG STRANDED Cu iit ANTENNA GROUND BAR WIRE WITH GREEN, 6DOV, BOTTOM OF MONOPOLE r THWN INSULATION (TYP) SEE NOTE 1. COAX CABLE (TYP FORALL) II -�.'%11 XOTHERMIC WELD �� II SIZE 2 AWG Cu TO TRANSMISSION EQUIPMENT VIA SOLID BARE TINNED TRAY OR ICE BRIDGE I_ COPPER WIRE SIZE 2 AWG BCW SOLID TINNEDl GROUND RING_�'�� MONOPOLE FOUNDATION 2 AWG BCW SOLID EXOTHERMIC TINNED EXOTHERMIC WELD WELD (TYP.) TO MONOPOLE BASE PLATE 11(iA:1g 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. GROUND BAR IS NOT REQUIRED FOR SITES WITH ONE COAX CABLE. MONOPOLE GROUNDING SCALE: N.T.S. 11 METER SOCKET GROUNDING SCALE: N.T.S. VERIZON WIRELESS 1831 RADY COURT RICHMOND. VA 23222 CARTERS BRIDGE CONSTRUCTION DRAWINGS B 03/22/17 jPLAN REVIEW DRAWINGS A 01/06/17LAN RP EVIEW DRAWINGS 11 Dewberry Dewberry Engineers Inc. 4805 Lake 13-1, Dive. S,4,200 Glen Aller.. VA 23060 Pbone: 804.290, 7957 Fax: 804.290.%928 w,vw.d .b.", — -^DRAWN BY: ARB REVIEWED BY: BAR CHECKED BY: DRM PROJECT NUMBER: 50079910 SITE ADDRESS: _ J 4319 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22902 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E3